CN205591201U - Water treatment system is gushed to interior refuse dump - Google Patents
Water treatment system is gushed to interior refuse dump Download PDFInfo
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- CN205591201U CN205591201U CN201620255502.3U CN201620255502U CN205591201U CN 205591201 U CN205591201 U CN 205591201U CN 201620255502 U CN201620255502 U CN 201620255502U CN 205591201 U CN205591201 U CN 205591201U
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- seepage well
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 244
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- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 13
- 235000020188 drinking water Nutrition 0.000 claims description 12
- 239000000463 material Substances 0.000 claims description 9
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- 238000001914 filtration Methods 0.000 claims description 5
- 239000008398 formation water Substances 0.000 claims description 3
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 239000012530 fluid Substances 0.000 description 30
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- 206010016807 Fluid retention Diseases 0.000 description 2
- 239000003245 coal Substances 0.000 description 2
- 238000009792 diffusion process Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 239000004831 Hot glue Substances 0.000 description 1
- 240000000203 Salix gracilistyla Species 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
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- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
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Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a water treatment system is gushed to interior refuse dump, including first seepage well casing, first water proof spare and pump drainage device, first seepage well casing set up in the play water position department of interior refuse dump, first water proof spare lay in go out water position's periphery, first water proof spare with form the retaining storehouse between the first seepage well casing, it is used for filterable stuff to be equipped with in the retaining storehouse, the pump drainage device will water pump drainage to casting square position in the first seepage well casing. The utility model discloses a play water position department of refuse dump set up the seepage well casing including water treatment system is gushed to interior refuse dump was direct, and the location is accurate to a water position's periphery lay first water proof spare and the seepage well casing between form the retaining storehouse, water in the seepage well casing is directly through the play of pump drainage device pump drainage, has solved the influence that receives the former end of stope group to gush the water problems, has realized pump drainage effectively to dry out water, prevented to gush water including the inside infiltration in refuse dump spread, improved the stability of side slope.
Description
Technical field
This utility model relates to surface mining technical field, is specifically related to a kind of internal dumping retention of excessive fluid and controls
Reason system.
Background technology
In mineral are had an opencast mining of, affected by geological conditions, often run into water-bearing layer, interior row
Soil field is internal easily forms multiple EXIT POINTs.Internal dumping retention of excessive fluid had both affected adopts stripping production, restricts again
The follow-up of internal dumping, returns stablizing of open-pit slope and brings harm.Internal dumping retention of excessive fluid is tired
Disturb a great problem of opencut safety in production.Internal dumping retention of excessive fluid mostly occurs at former stope end side,
As it is shown in figure 1,1 is former stope end side, 2 is interior row's material, and 3 is water-bearing layer, and 4 is EXIT POINT.
Retention of excessive fluid is once seeped in internal dumping, is easy for forming weak layer in internal dumping, in impact
The slope stability of refuse dump, and then cause the generation of the accidents such as landslide.Affected by geology retention of excessive fluid,
The internal dumping of the multiple opencut in somewhere repeatedly comes down, cave-in accident, side slope extremely unstable,
Extreme influence, and serious threat production safety is caused to organization of production.Arrange according to in open coal mine
The soil field slope and land slide analysis of causes, the arch-criminal causing long-term slope to be in instability status is underground
Retention of excessive fluid internally arranges the seepage failure of rickle.For many years, opencut is white-out stope and aqueous
Water in Ceng, although having put into substantial amounts of human and material resources and financial resources, but for internal dumping retention of excessive fluid
White-out effect can not reach ideal effect always.
At present, employings many to internal dumping retention of excessive fluid are beaten drainage well and are carried out drainage improvement, but relatively costly,
And anchor point is forbidden, and pump drainage drainage effect is poor；And due to interior row's material loosening, easily send out
Raw silt blocks up well, and the service life causing common internal dumping drainage well is short.Also the administration way having
It is to wait water to carry out pump drainage after internal dumping upper and heel is oozed out again.But, existing internal dumping retention of excessive fluid
Administration way all cannot be effectively prevented outside geology retention of excessive fluid and be seeped in internal dumping, also cannot be to dredging
Solid carbon dioxide effectively utilizes.
Utility model content
This utility model provides that a kind of cost is relatively low, accurate positioning, length in service life, to drainage water
Pump drainage is effective and the internal dumping Water outburst treatment system that can effectively utilize.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is:
There is provided a kind of internal dumping Water outburst treatment system, including the first seepage well casing, the first water-resisting piece
And exhaust device；
Described first seepage well casing is arranged at the water exit position of described internal dumping；
Described first water-resisting piece is layed in the periphery of described water exit position, described first water-resisting piece and institute
State formation water storing bin between the first seepage well casing, in described water storing bin, be provided with the charges for filtering；
Described exhaust device by the water pump drainage in described first seepage well casing to casting square position.
Preferably, described first seepage well casing is provided with several bar shaped weepage holes, described in several
Bar shaped weepage holes uniform intervals is distributed on described first seepage well casing.
Preferably, described first seepage well casing outer wall is provided with filter pad.
As an embodiment, described water exit position includes several EXIT POINTs, described in several
EXIT POINT is positioned at same aspect, and described first seepage well casing is arranged at maximum EXIT POINT, and described the
One water-resisting piece is layed in the periphery of the maximum water outlet scope of some described EXIT POINTs.
As an embodiment, this internal dumping Water outburst treatment system also includes assisting guiding device；
Described water exit position includes several EXIT POINTs, and several described EXIT POINTs are positioned at different aspects,
Described first seepage well casing is arranged at bottom EXIT POINT, goes out described in remaining described different aspects
Water spot is connected with described bottom EXIT POINT by described auxiliary guiding device, described first water-resisting piece
It is layed in the periphery of the water outlet scope of described bottom EXIT POINT.
Further, described auxiliary guiding device includes the second seepage well casing and mozzle；
Described second seepage well casing stretches into the described different aspects in addition to described bottom EXIT POINT
In described EXIT POINT, described second seepage well casing is provided with several water seepage holes, described second seepage
Well casing is connected with described bottom EXIT POINT by described mozzle.
Preferably, described charges peel off material for mining.
As an embodiment, described exhaust device includes that water pump and drinking-water pipe, described water pump set
Being placed in the bottom of described first seepage well casing, described drinking-water pipe is connected with described water pump and extends to institute
State outside the first seepage well casing.
Preferably, the maximum pump drainage amount of described water pump with the ratio of the water yield of described water exit position is
2:1。
Preferably, the water capacity of described water storing bin is 2:1 with the ratio of the maximum pump drainage amount of described water pump.
Preferably, described exhaust device also include the activate switch that electrically connects with described water pump respectively and
Closing guard's valve, described activate switch is arranged on one end that described drinking-water pipe is connected with described water pump,
Described pass guard's valve is arranged at the lower end of described water pump；
When the water level in described first seepage well casing is higher than described activate switch, described activate switch
Start described water pump；When the water level in described first seepage well casing is less than described pass guard's valve, institute
State pass guard's valve and close down described water pump.
Preferably, one end of described drinking-water pipe is connected with described water pump, the other end connects with water water pipe
Connecing, described water water pipe is greening water water pipe, haffir water pipe or sprinkling truck water point water
Pipe.
Preferably, the highest point of described first seepage well casing is not higher than the highest point of described water storing bin.
Preferably, the top of described first seepage well casing connects with cement well pipe, described first seepage
Well casing is provided with the second water-resisting piece with the junction of described cement well pipe, and described second water-resisting piece closes institute
State the top of water storing bin.
Compared with prior art, internal dumping Water outburst treatment system of the present utility model is directly interior row
First seepage well casing is set at the water exit position of Tu Chang, accurate positioning, and in the periphery of water exit position
Lay the first water-resisting piece, make to be formed between the first water-resisting piece and the first seepage well casing water storing bin, water outlet
The water that position gushes out the most directly pours in the first seepage well casing, and part penetrates into the water of water storing bin then
Penetrating in export-oriented first leaky pipe of the first seepage well casing, the water in the first seepage well casing directly passes through
Exhaust device pumps out.This internal dumping Water outburst treatment system solves is asked by stope former end side retention of excessive fluid
The impact of topic, achieves pump drainage effectively to drainage water, it is therefore prevented that retention of excessive fluid is within internal dumping
Diffusion, improves the stability of side slope.
Accompanying drawing explanation
The condition diagram that Fig. 1 is existing internal dumping retention of excessive fluid to be occurred at former stope end side.
Fig. 2 is the schematic diagram of internal dumping Water outburst treatment system in this utility model one embodiment.
Fig. 3 is the structural representation of seepage well casing in this utility model one embodiment.
Fig. 4 is the schematic diagram of internal dumping Water outburst treatment system in the another embodiment of this utility model.
Fig. 5 is the second seepage of internal dumping Water outburst treatment system in the another embodiment of this utility model
The structural representation of well casing.
Reference synopsis:
Row material 3-water-bearing layer in 1-former stope end side 2-
4-existing EXIT POINT 10-the first seepage well casing 11-bar shaped weepage holes
12-filter pad 20-water storing bin 21-the first water-resisting piece
22-charges 23-the second water-resisting piece 30-exhaust device
31-water pump 32-drinking-water pipe 33-activate switch
34-closes guard's valve 41-and afforests use water water pipe 42-haffir water pipe
43-sprinkling truck water point water pipe 50-cement well pipe 60-assists guiding device
61-the second seepage well casing 62-mozzle 63-water seepage hole
A-casting square position B1-maximum EXIT POINT B2-bottom EXIT POINT
The EXIT POINT of B3-different aspects
Detailed description of the invention
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings.
It is the embodiment of this utility model internal dumping Water outburst treatment system as shown in Figures 2 to 5.
As in figure 2 it is shown, this internal dumping Water outburst treatment system mainly by the first seepage well casing 10, first every
Water part 21 and exhaust device 30 form, and the first seepage well casing 10 is arranged at the water outlet of internal dumping
Position, to accommodate the most of water directly gushed out at water exit position；First water-resisting piece 21 is laid on
The periphery of water exit position also and forms water storing bin 20, to accommodate water level between the first seepage well casing 10
Put the part water oozed out；Being provided with the charges 22 for filtering in water storing bin 20, charges 22 are main
First seepage well casing 10 is played a supporting role, and owing to having for mistake between implant 22
The gap of filter, also constitutes a part for water storing bin 20, plays certain Water storage；Exhaust device
30 by the water pump drainage in the first seepage well casing 10 to casting square position A.
It should be noted that the first seepage well casing 10 is arranged at the water exit position of internal dumping, its
Arranging of position can be in the most on the upper side of water exit position or partial below；The periphery of water exit position,
Referring to border or the surrounding of the water outlet scope of water exit position, that is to say, what water exit position was gushed out gushes
Water all can enter the first seepage well casing 10 or enter in the water storing bin 20 that the first water-resisting piece 21 is constituted.
This internal dumping Water outburst treatment system directly arranges first at the water exit position of internal dumping and oozes
Blind hole pipe 10, accurate positioning, and lay the first water-resisting piece 21 at the peripheral of water exit position, make first
Forming water storing bin 20 between water-resisting piece 21 and the first seepage well casing 10, the water that water exit position is gushed out is big
How directly pouring in the first seepage well casing 10, part is penetrated into the water of water storing bin 20 and is then oozed from first
Penetrate in the export-oriented first seepage well casing 10 of blind hole pipe 10, make retention of excessive fluid be gathered in the first seepage well casing 10
In, the water in the first seepage well casing 10 is directly pumped out by exhaust device 30.This internal dumping
Water outburst treatment system prevents retention of excessive fluid to spread to internal dumping internal penetration, it is to avoid at internal dumping
The weak layer of interior formation, solves and is affected by stope former end side burst problem, achieved drainage water
Effect ground pump drainage, improves the stability of side slope.
In the present embodiment, as it is shown on figure 3, the first seepage well casing 10 is provided with several bar shaped seepages
Hole 11, these bar shaped weepage holes 11 uniform intervals are distributed on the first seepage well casing 10.First oozes
Blind hole pipe 10 can be formed by cement material is prefabricated, and the impartial bar shaped weepage holes 11 laid is conducive to
Retention of excessive fluid in water storing bin 20 penetrates into.Easy in order to manufacture molding, these bar shaped weepage holes 11 and the
The cross section of one seepage well casing 10 is vertically arranged.
Although being provided with the implant 22 for filtering in water storing bin 20, but the particle diameter of implant 22 being also
Changeable, the implant 22 even having can be with retention of excessive fluid by the bar on the first seepage well casing 10
Shape weepage holes 11 enters seepage well casing 11, therefore, in order to prevent silt from entering the first seepage further
In well casing 10, the outer wall at the first seepage well casing 10 can also arrange filter pad 12.The present embodiment
In, filter pad 12 can use filtration straw mattress to substitute, and acts primarily as infiltration, the effect filtered, uses
Low cost, filter effect is preferable.
In actually used, water exit position is affected by geological conditions often, and water is often along certain
One permeable layer oozes out, and can be a point or multiple point, can be same aspect or different aspects.
As an embodiment, water exit position includes multiple EXIT POINT, and these EXIT POINTs are all same
In aspect, as shown in Figure 2.Pour into the first seepage well casing 10 to greatest extent to make retention of excessive fluid so that
Discharge, typically the first seepage well casing 10 is arranged at maximum EXIT POINT B1, and the first water-resisting piece
The laying scope of 21 should be wider, and the retention of excessive fluid of multiple EXIT POINT at least should be made all can to pour into water-retention
In storehouse 20, retention of excessive fluid penetrates in the first seepage well casing 10 from water storing bin 20 again, and then the row of being pumped to
The soil above position of square position A, therefore the first water-resisting piece 21 should be layed in the maximum water outlet of these EXIT POINTs
The periphery of scope.Additionally, actually used time, the first water-resisting piece 21 can use water proof felt-cloth to substitute,
In case retention of excessive fluid is to internal dumping seepage, its use cost is low, good water insulation effect.
As another embodiment, water exit position includes multiple EXIT POINT, and these EXIT POINTs are in difference
Aspect on, as shown in Figure 4.In order to infiltration to be pooled together concentration pump drainage, this interior row
Soil field Water outburst treatment system also includes assisting guiding device 60.In order to make retention of excessive fluid pour into greatest extent
First seepage well casing 10, to discharge, is typically arranged on bottom water outlet by the first seepage well casing 10
At B2 point, the EXIT POINT B3 of remaining different aspects is then communicated to the end by auxiliary guiding device 60
Layer EXIT POINT B2, the first water-resisting piece 21 is then laid on the water outlet scope of bottom EXIT POINT B2
Periphery.
Wherein, as shown in Figure 4, Figure 5, auxiliary guiding device 60 includes the second seepage well casing 61
With mozzle 62.Second seepage well casing 61 stretches into the different aspects in addition to bottom EXIT POINT B2
EXIT POINT B3 in, each EXIT POINT in the EXIT POINT B3 of different aspects is laid one second and is oozed
Blind hole pipe 61, and some water seepage holes 63 are set on the second seepage well casing 61, as shown in Figure 4,
Second seepage well casing 61 and mozzle 62 are by going out with the bottom by mozzle 62 after hot melt adhesive connection
Water spot B2 connects.In practice of construction, the second seepage well casing 61 can be diameter be 10-15cm
PVC plastic pipe, with the larger hole of rig as water seepage hole on these plastic tubes, then penetrates water outlet
In point, make the water water conservancy diversion of EXIT POINT enter the second leaky pipe 61, and form water route remittance along mozzle 62
Gather at bottom EXIT POINT B2, then pour in the first seepage well casing 10.
In above-described embodiment, charges 22 can directly use mining peel off material, as coarse coal,
Gravel materials etc., expansion to water storing bin 20 when being conducive to mining, layer by layer to water storing bin 20
Landfill is increased.
In embodiment of the present utility model, exhaust device 30 can include water pump 31 and drinking-water pipe 32,
Water pump 31 is arranged at the bottom of the first seepage well casing 10, and drinking-water pipe 32 is connected with water pump 31 and prolongs
Extend outside the first seepage well casing 10, with to the timely pump drainage of retention of excessive fluid in the first seepage well casing 10.?
Before practice of construction, it should according to estimating water yield and determine the type selecting of water pump 31, make water pump 31
Big pump drainage amount is 2:1 with the ratio of the water yield of water exit position, it is ensured that the timely pump drainage to retention of excessive fluid；Meanwhile,
The ratio that should design the water capacity of water storing bin 20 and the maximum pump drainage amount of water pump 31 is 2:1.Water storing bin
20 are difficult to too greatly, exceed ratio, great in constructing amount；But it is not easy to the least, the least easily makes water storing bin
Hydraulic pressure in 20 is too big, and retention of excessive fluid is not easy to pour in.
In order to make water pump 31 can automatically working and avoid occur burn pump accident, as in figure 2 it is shown,
Exhaust device 30 can also arrange the activate switch 33 electrically connected with water pump 31 respectively and close guard's valve
34, activate switch 33 is arranged on one end that drinking-water pipe 32 is connected with water pump 31, closes guard's valve 34
It is arranged at the lower end of water pump 31.When the water level in the first seepage well casing 10 is higher than activate switch 33,
Activate switch 33 starts water pump；When the water level in the first seepage well casing 10 is less than pass guard's valve 34,
Close guard's valve 34 and close down water pump 31.Further, it is also possible to arrange water level in the first seepage well casing 10
Sensor (not shown), in order to observed stage situation at any time.
In order to realize that drainage water is made full use of, can be by the gushing of pump drainage in the first seepage well casing 10
Water carry out variation use, then one end of drinking-water pipe 32 be connected with water pump 31, the other end with use water
Water pipe connects, and can be greening water water pipe 41, haffir water pipe 42 or watering with water water pipe
Car water point water pipe 43, is mainly used in watering and lowering dust, afforests and reclaim, it is simple to the comprehensive utilization of drainage water
With, the connected mode of each pipeline is as shown in Figure 2.Wherein, water pump 31 uses power to be 200m3/h
Immersible pump, it is ensured that use bigcatkin willow journey.Time actually used, can be different with installing in water lines
Water valve is to use.When the sprinkling truck that needs to be added water carries out adding water operation, open sprinkling truck water point
The water valve of water pipe 43, cuts out other water valves, is used by direct for retention of excessive fluid white-out to sprinkling truck, to reduce
The unloaded haul distance on sprinkling truck；When not carrying out adding water operation wait the sprinkling truck that adds water, open greening and use
The water valve of water water pipe 41, cuts out other water valves, is directly used in by greening water lines by drainage water
Reclaim greening；The water valve of haffir water pipe 42 can also be opened, by drainage water pump drainage to temporarily
Cistern, in order to he uses.
In the present embodiment, in order to ensure that the retention of excessive fluid in water storing bin 20 expands to the internal penetration of internal dumping
Dissipating, the highest point of the first seepage well casing 10 not should be above the highest point of water storing bin 20.It is preferred that
The top of the first seepage well casing 10 connects with cement well pipe 50, as in figure 2 it is shown, the first seepage well
Pipe 10 is provided with the second water-resisting piece 23 with the junction of cement well pipe 50, and the second water-resisting piece 23 is closed and stored
The top of sump 20, it is ensured that the water in water storing bin 20 is only capable of being extravasated into by the first seepage well casing 10
Without diffusion to internal dumping in first seepage well casing 10, and it is easy to pump drainage use.Permissible
Being understood by, time actually used, owing to there being charges 22 in water storing bin 20, charges 22 are one
Determine to play in degree the effect of water-retention, simultaneously because the retention of excessive fluid in the first seepage well casing 10 is by constantly
Pump drainage, therefore the water in the first seepage well casing 10 seldom can be by the weepage holes of the first seepage well casing 10
Or filter pad 12 bleeds back to water storing bin 20.
The internal dumping Water outburst treatment system of the present embodiment prevents silt to block up the phenomenon of well, uses the longevity
Life is long；Which solve the burst problem helped by the former end of stope, it is possible to follow up internal dumping in time；Execute
Work is simple, and cost is relatively low.Stope drainage water need to after drainage water treatment plant is disposed just can profit
With or discharge, and the retention of excessive fluid of this system be through seepage filter after clear water, sprinkling truck can directly utilize,
The most both can save drainage water processing cost, and sprinkling truck can have been shortened again and add water haul distance, effectively reduce
Production cost.
Construction method in practice of construction is as follows:
(1) determine each EXIT POINT of water exit position, calculate water yield, according to water yield design the most really
Determine volume and the model of water pump 31 of water storing bin 20；
(2) for the EXIT POINT of different aspects, in addition to bottom EXIT POINT B2, go out at other
Auxiliary guiding device 60 is installed in the position of water spot；
(3) the first water-resisting piece 21 is laid；
(4) the first seepage well casing 10 is installed section by section, and installs in first segment the first seepage well casing 10
Level sensor；One joint the first seepage well casing 10 is often installed, fills the block gravel of a part to support,
Peeling off the refuse dump outside the first water-resisting piece 21 and form hole shape, the degree of depth in hole is along with the first seepage well casing 10
Installation section by section and fill；
(5), during the volume of setting water storing bin 20 to be achieved, cement well pipe 50 is installed；
(6) the first water-resisting piece 21 is enclosed formation water storing bin, and dump overburden on water storing bin
Reach, during absolute altitude, water pump is installed.
Additionally, according to using needs, casting square position is arranged greening water water pipe 41, stores temporarily
The pipelines such as pond water pipe 42 and sprinkling truck water point water pipe 43.
As a example by certain opencut, often directly utilize 1m3Water, so that it may save drainage water handling 2.8
Unit, saves sprinkling truck operating cost about 6 yuan.In 1 year, this opencut uses this In-pit dumping
Water outburst treatment system adds up to add water 850 cars to sprinkling truck, adds up to 42500m3,
42500*8.8=37.4 ten thousand yuan, it is achieved economic benefit is 37.4 ten thousand yuan.
Embodiment described above is only clearly explanation this utility model example, and it describes more
Concrete and detailed, but therefore can not be interpreted as the restriction to this utility model the scope of the claims.Should
When it is noted that for the person of ordinary skill of the art, without departing from this utility model structure
On the premise of think of, it is also possible to make some deformation and improvement, these broadly fall into guarantor of the present utility model
Protect scope.Therefore, the protection domain of this utility model patent should be as the criterion with claims.
Claims (14)
1. an internal dumping Water outburst treatment system, it is characterised in that include the first seepage well casing,
First water-resisting piece and exhaust device；
Described first seepage well casing is arranged at the water exit position of described internal dumping；
Described first water-resisting piece is layed in the periphery of described water exit position, described first water-resisting piece and institute
State formation water storing bin between the first seepage well casing, in described water storing bin, be provided with the charges for filtering；
Described exhaust device by the water pump drainage in described first seepage well casing to casting square position.
Internal dumping Water outburst treatment system the most according to claim 1, it is characterised in that institute
Stating the first seepage well casing and be provided with several bar shaped weepage holes, several described bar shaped weepage holes are uniform
Spaced apart on described first seepage well casing.
Internal dumping Water outburst treatment system the most according to claim 1, it is characterised in that institute
State the first seepage well casing outer wall and be provided with filter pad.
Internal dumping Water outburst treatment system the most according to claim 1, it is characterised in that institute
Stating water exit position and include several EXIT POINTs, several described EXIT POINTs are positioned at same aspect, described
First seepage well casing is arranged at maximum EXIT POINT, described first water-resisting piece be layed in some described in go out
The periphery of the maximum water outlet scope of water spot.
Internal dumping Water outburst treatment system the most according to claim 1, it is characterised in that also
Including auxiliary guiding device；
Described water exit position includes several EXIT POINTs, and several described EXIT POINTs are positioned at different aspects,
Described first seepage well casing is arranged at bottom EXIT POINT, goes out described in remaining described different aspects
Water spot is connected with described bottom EXIT POINT by described auxiliary guiding device, described first water-resisting piece
It is layed in the periphery of the water outlet scope of described bottom EXIT POINT.
Internal dumping Water outburst treatment system the most according to claim 5, it is characterised in that institute
State auxiliary guiding device and include the second seepage well casing and mozzle；
Described second seepage well casing stretches into the described different aspects in addition to described bottom EXIT POINT
In described EXIT POINT, described second seepage well casing is provided with several water seepage holes, described second seepage
Well casing is connected with described bottom EXIT POINT by described mozzle.
Internal dumping Water outburst treatment system the most according to claim 1, it is characterised in that institute
State charges and peel off material for mining.
8., according to the internal dumping Water outburst treatment system described in any one of claim 1 to 7, it is special
Levying and be, described exhaust device includes that water pump and drinking-water pipe, described water pump are arranged at described first and ooze
The bottom of blind hole pipe, described drinking-water pipe is connected with described water pump and extends to described first seepage well casing
Outward.
Internal dumping Water outburst treatment system the most according to claim 8, it is characterised in that institute
Stating the maximum pump drainage amount of water pump with the ratio of the water yield of described water exit position is 2:1.
Internal dumping Water outburst treatment system the most according to claim 9, it is characterised in that
The water capacity of described water storing bin is 2:1 with the ratio of the maximum pump drainage amount of described water pump.
11. internal dumping Water outburst treatment systems according to claim 8, it is characterised in that
Described exhaust device also includes the activate switch electrically connected with described water pump respectively and closes guard's valve, institute
State activate switch to be arranged on one end that described drinking-water pipe is connected with described water pump, described pass guard's valve
It is arranged at the lower end of described water pump；
When the water level in described first seepage well casing is higher than described activate switch, described activate switch
Start described water pump；When the water level in described first seepage well casing is less than described pass guard's valve, institute
State pass guard's valve and close down described water pump.
12. internal dumping Water outburst treatment systems according to claim 8, it is characterised in that
One end of described drinking-water pipe is connected with described water pump, the other end is connected with water water pipe, described water
Water pipe is greening water water pipe, haffir water pipe or sprinkling truck water point water pipe.
13. according to the internal dumping Water outburst treatment system described in any one of claim 1 to 7, its
Being characterised by, the highest point of described first seepage well casing is not higher than the highest point of described water storing bin.
14. internal dumping Water outburst treatment systems according to claim 13, it is characterised in that
The top of described first seepage well casing connects with cement well pipe, described first seepage well casing and described water
The junction of mud well casing is provided with the second water-resisting piece, and described second water-resisting piece closes the top of described water storing bin
Portion.
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| CN201620255502.3U CN205591201U (en) | 2016-03-30 | 2016-03-30 | Water treatment system is gushed to interior refuse dump |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620255502.3U CN205591201U (en) | 2016-03-30 | 2016-03-30 | Water treatment system is gushed to interior refuse dump |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106679735A (en) * | 2017-03-24 | 2017-05-17 | 中国矿业大学(北京) | Multi-water-type real-time monitoring device for mine soil dump site and using method thereof |
| CN106930753A (en) * | 2017-03-24 | 2017-07-07 | 中国矿业大学(北京) | A kind of opencast coal mine dump water level real-time monitoring system and its foundation and application method |
| CN108166477A (en) * | 2018-01-09 | 2018-06-15 | 中国地质大学（武汉） | A kind of reservoir landslide intelligence dewatering well and reservoir landslide intelligence precipitation control method |
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2016
- 2016-03-30 CN CN201620255502.3U patent/CN205591201U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106679735A (en) * | 2017-03-24 | 2017-05-17 | 中国矿业大学(北京) | Multi-water-type real-time monitoring device for mine soil dump site and using method thereof |
| CN106930753A (en) * | 2017-03-24 | 2017-07-07 | 中国矿业大学(北京) | A kind of opencast coal mine dump water level real-time monitoring system and its foundation and application method |
| CN106679735B (en) * | 2017-03-24 | 2018-06-15 | 中国矿业大学(北京) | A kind of more water kind real-time monitoring devices in ore deposit refuse dump and application method |
| CN108166477A (en) * | 2018-01-09 | 2018-06-15 | 中国地质大学（武汉） | A kind of reservoir landslide intelligence dewatering well and reservoir landslide intelligence precipitation control method |
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